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Solutions containing these combinations presented greater inhibition of clay swelling.
The use of 2 % KCl in water-based fluids and other chemicals can prevent clay swelling.
The inflicting damage is mainly attributed to clay swelling and fines migration.
Decreasing pH might be influential on clay swelling (causing a reduction in permeability) and asphaltene deposition.
Therefore, clay swelling was a factor considered in this treatment design.
This may lead to clay swelling and consequently permeability reduction of the sandstone cores.
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The inhibitive properties of DEM-8 to clays swelling were investigated linear expansion test, mud ball immersing test etc.
It also confirms the experimental results and shows the influence of the microstructure of the clay on swelling anisotropy.
For example, hydraulic fracturing can realize large-scale fracturing but cannot avoid the problem of clay hydration swelling.
In this soil, both clay mineral swelling and mica transformation into expansible phyllosilicates were greater compared to the coarse textured granite soil.
The proposed approach can realize large-scale fracturing, does not suffer the problem of clay hydration swelling, has no water resource limitation and does not produce environmental pollution.
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